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Produrt Approval Menu > product nr Ap_pllcatlpn Search > Applkatlon U > Application Detail
FL #
FL12765-RS
Application Type
Affirmation
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Janus International Group, LLC.
Address/Phone/Email
135 Janus International Blvd.
Temple, GA 30179
(770) 562-6135 Ext360
curts@janusintl.com
Authorized Signature
Curtis Schroeder
curts@janusintl.com
Technical Representative
Curtis L. Schroeder
Address/Phone/Email
134 Janus International Blvd.
Temple, GA 30179
(770) 562-2850 Ext360
curts@januslnti.com
Quality Assurance Representative
Jake Lyons
Address/Phone/Email
134 Janus International Blvd.
Temple, GA 30179
(770) 562-28SO Ext304
jakel@janusintl.com
Category
Subcategory
Exterior Doors
Roll -Up Exterior Door Assemblies
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
^
Florida
/
Engineer or Architect Name who developed the
Joseph H. Dixon, Jr
Evaluation Report
Florida License
PE-7768
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Gordon Thomas, P.E.
' Validation Checklist - Hardcopy Received
Certificate of Independence
EL12765 R5 COI 2901E cart of fi indeg,p,f
Referenced Standard and Year (of Standard)
Standard Year
ANSI/DASMA 108 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
8/27/2020 Florida Building Cade Online '
Certified By
Sections from the Code,
511 affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are In
compliance with the new Florida Building Cade.
Documentation from approved Evaluation or Validation Entity : ; Yes No ! N/A
FL12765 115 COC FL12765 Affirm for FBQ 6th 20175odf
Product Approval Method Method 1 Option D
Date Submitted 10/04/2017
Date Validated 10/04/2017
Date Pending FBC Approval
Date Approved 10/07/2017
Summary of Pmrho M
FL #
Model, Number or Name
Description
12765.1
Series 1100
Series 1100 - 26 Gauge Door Assebmly Max Size: B'-B" x
14'-0"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12765 R5 II 29018 Dwg T1012 Rev A.pd
Approved for use outside HVHZ: Yes
FL12765 R5 iI 29018 install 750 1100 pdj
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +24.4/-27
Created by Independent Third Party: No
Other: Not for use In High Velocity Hurricane Zones
Evaluation Reports
FL12765 R5 AE ER-09-0008-R pdj
Created by Independent Third Party: Yes
12765.2
Series 1100
Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x
14'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 RS II 29018 Dwq T1013 Rev A pdf
Approved for use outside HVHZ: Yes
FL12765 R5 iI 29018 install 750 1100 pdf
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +19.4/-22.7
Created by Independent Third Party: No
Other: Not for use In High Velocity Hurricane Zones
Evaluation Reports
FL12765 R5 AE ER 09 0008 11pd
Created by Independent Third Party: Yes
12765.3
Series 3100
Series 3100 - 26 Gauge Door Assembly Max Size: 16'-0" x
20'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 11 34012 Dwg T1004 E.odf
Approved for use outside HVHZ: Yes
FL12765 R5 II 340 7 r+t d 3100 Inst in r Rif
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +36/-41
Created by Independent Third Party: No
Other: +36/-41 psf at 12'-0" wide. Varying loads are shown
Evaluation Reports
for widths 8'-0" to 16'-0". Not for use In High Velocity Hurricane
FL12765 RS AE M31 n0 FL12765 T1005G a2 P&
Zones
Created by Independent Third Party: Yes
12765.4
Series 3100
Series 3100 - 26 Gauge Door Assembly Max Size: 20'-0" x
20'-D"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 II 32041 FL T1005-F 0002,p
Approved foruse outside HVHZ: Yes
EL127fi5 RS II 34022 Mod 3100 inst instrjjf
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +35/-38
Created by Independent Third Party: No
Other: +35/-38 psf at 16'-0" wide. Varying loads are shown
Evaluation Reports
for widths 15'-0" to 20'-0". Not for use in High Velocity
FL12765 R5 AE 32041 ER-0-0007-R2 120112 0005 pdf
Hurricane Zones
Created by Independent Third Party: Yes
12765.5
Series 750
Series 750 - 26 Gauge Door Assembly Max Size: 3'-0" x 12'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 RS II 29018 UL' 9 11000 Rev B.pdf
Approved for use outside HVHZ: Yes
EL12765 R5 II 29018 install 750 1100 psf
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
8/27/2020
Florida Building Code Online
ueslgn Pressure: +35/-45
Created by Independent Third Party: No
Other: Not for use in High Velocity Hurricane Zones
"
Evaluation Reports
•
FL12765 R5 AF ER-09-0007-R.pd„J:
Created by Independent Third Party: Yes
12765.6
Series 750
Series 750 -26 Gauge Door Assembly Max Size: 6'-0" x12'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 II 29018 Dwg T1001 Rev B.(d
Approved for use outside HVHZ: Yes
FL12765 R5 II 29018 install 750 1100 pdf
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +19.9/-24.4
Created by Independent Third Party: No
Other: Design pressures listed Is at test width of V-0". For
Evaluation Reports
pressures versus widths, see Table 1, Page 4 of evaluation
FL12765 R5 AE ER-09-0007-R pdf
report. Not for use in High Velocity Hurricane Zones.
Created by Independent Third Party: Yes
12765.7
Series 750
Series 750 - 26 Gauge Door Assembly Max SIze:8'-8" x 12'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 II 29018 Dwg T1002 Rev B.pdf
Approved for use outside HVHZ: Yes
FL12765 R5 II 2901 Ins* II 750 100 p&
Xmpact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +24.4/-27.0
Created by Independent Third Party: No
Other: Not for use in High Velocity Hurricane Zones
Evaluation Reports
•
FL12765 R5 AE ER-09-0007-R pdf
Created by Independent Third Party: Yes
12765.8
Series 750
Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
EL12765 R5 Il 29018 Dwg T1003 Rev B.pdf
Approved for use outside HVHZ: Yes
FL12765 R5 li 29018 install 750 1100.p
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +19.4/-22.7
Created by Independent Third Party: No
Other: Not for use In High Velocity Hurricane Zones
Evaluation Reports
FL12765 R5 AE ER-09-0007-R Rdf
Created by Independent Third Party: Yes
12765.9
Series 850-S
Series 850-S, 26 Gauge Door Assembly Max Size: 8'-B" x
12'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 II 29018 Dw0 T1006-5 Rev B.(df
Approved for use outside HVHZ: Yes
FL12765 R5 II 29018 install 850 pdf
Impact Resistant: Yes
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +46/-54
Created by Independent Third Party: No
Other: Not for use in High Velocity Hurricane Zones
Evaluation Reports
FL12765 R5 AE ER-09-0007-R pad
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Collyri 2007-2013 State o(Flodda :: Pdvacy Statement :: AccesslbllIN Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hare .
Product Approval Accepts:
ffiakl W WA xhe_ M
d uoc�prL ll• d I • l •li•
Product Design Consultant Florida No. 7768
407-671-0169
EVALUATION REPORT No.: ER-09-0007-R
Reference No.: 29018 32003
Product: Exterior Doors - Rolling Overhead Doors
Series 750, Series 3100, Series
Manufacturer: Janus International Corporation
1.34 Janus International Blvd.
Temple, GA 30179-4435
Statement of Compliance:
3952 Lake Mira Ct.
Orlando, FL 32817
June 22, 2009
Rev. 02/ 15/12
�0�tttuttttit�i
ip
No. 7768
850-S e # *.Z
STATE OF a
/ ••NN
�.� .`,
AL EaG��
Firtt> 1% 0%
Z116Z.
The Rolling Doors, Series 750 and Series 3100 described in this report were evaluated to be in
compliance with the 2010 Florida Building Code. Series 850-S was evaluated to be in compliance
with the 2010 Florida Building Code "High Velocity Hurricane Zones" Sections in Chapters 16
and 17, and may be considered impact resistant. The doors are, for the purpose intended, at least
equivalent to that required by the Code when manufactured and installed as described below.
Description of the Product:
All 'doors consist of a corrugated steel sheet curtain suspended from a drum roller. The curtain on
all models is suspended from a drum roller. Coiling around the drum raises the curtain. The sides
of the curtain are constrained from lateral movement along their vertical edges by steel guides
that are attached to the doorjambs. This constraint provides resistance to lateral wind forces.
Various guide configurations are used for the different door styles included in this report. The
lateral wind forces are transferred from the curtain to the guides and then through the attachment
elements to the door jamb. The doorjambs are part of the main wind frame resisting system and
usually are constructed of steel, concrete, or concrete masonry units.
Series 150 .(Mini Door)
Door curtains have a thickness of 26 gage (min. 0.017 in.) and are made of ASTM A653 structural.
steel; grade 80; pre -painted, galvanized steel with a full coat of primer and baked siliconized
polyester finish coat The corrugated sheets are interlocked mechanically to form the curtain. Lap
splices are at approximately 20 inches on center vertically in the installed door. The corrugation
height is approximately 5/8 inches and the corrugation pitch is 3.25 in. Style variations include
door width, windlocks, and wind load rating. Maximum door height is limited to 12'-0". Various
door widths are described in detail on drawings T1000 (3'-0" wide), T1001 (6'-0" wide), T1002 (8'-
8" wide) and T1003 (10'-0" wide). Tests were conducted on each of the four width doors shown on.
these drawings. A comparative an analysis was used to determine the design pressures on doors
between T-0" and 6-0" wide. Doors greater than 6-0" wide having opening widths between those
shown on drawings T1001, T1002, and T1003 may be used for the same designwind pressure as
Pagel of 5
CAConsulting\ClientVanus intemational\12\32003 Eva] Report ER-09-0007-R rev 021512.doe
the next larger width door provided all other requirements on the larger width door drawing remain
unchangedrpoors shown on drawings T1000 and T1001 do not have windlocks. Doors shown on
drawings T1002 and T1003 have windlocks. The guide geometry and attachment method is fully
described on the drawings.
Series 3100 (Commercial Door)
Door curtains have a thickness of 26 gage (min. 0.017 in.) and are made of ASTM A653 structural
steel; grade 80, pre -painted, galvanized steel with a full coat of primer and baked siliconized
polyester finish coat The corrugated sheets are interlocked mechanically to form the'curtain. Lap
splices are at approximately 20 inches on center vertically in the installed door. The corrugation
height is approximately 5/8-inches and the corrugation pitch is 3.25 in. Style variations include
door width, and wind load rating. Maximum door height is limited to 20'-0". Two door widths are
described in detail on drawings T1004 (12'-0" wide), and T1005 (16-0" wide). Two complete tests
were conducted on each of these two width doors. One test used the Option 1 Guide and the other
used the Option 2 Guide for attachment to the steel jamb. Doors having opening widths less than
12'-0" maybe used for the same design wind pressure as the 12'-0" wide door provided all other
requirements on that drawing remain unchanged. Doors having opening widths less than 16'-0"
may be used°for the same design wind pressure as the 16'-0" wide door provided all other
requirementson that drawing remain unchanged. All doors shown on drawings T1004 and T1005
have windlocks.
Series 850-S (Florida State Mini Door) Impact Resistant
Door curtains may have a thickness of either 24 gage (min. 0.022 in.) or 26 gage (min. 0.017 in.).
The curtain steel is ASTM A653 structural steel, grade 80, pre -painted, galvanized steel with a
full coat of primer and baked siliconized polyester finish coat The corrugated sheets are
interlocked mechanically to. form the curtain. Lap splices are at approximately 20 inches on
center vertically in the installed door. The corrugation height is approximately 5/8 inches and the
corrugation pitch is 3.25 inches. Maximum door height is limited to 12'-0". Only the 8'-8" wide
door is qualified as impact resistant and it is described in detail on drawing T1006-S. Doors
having opening widths less than 8'-8" may be used for the same design wind presst0@n1hrq'jg'
wide door provided all other requirements on that drawing remain unchanged. 1\? cKsl�g 3 Aei
on drawing T1006-S has windlocks. Tests in accordance with Florida Buildi, %Q�e st•..,
Protocols TAS 201, TAS 202, and TAS 203 were conducted on this door. ,�` ©°-.•��'Elva
All Series ' No. 7768 •
:
Maximum door widths and heights are shown in Table 1. The pressures slis i% ®F{he..'
maximum allowable design wind load values. These design pressures mayTW e fAt, ®ire;.••
width doors of the same. Series provided all other requirements of the wider!& iite► ,,..•••'�
unchanged.
Drawings N I V%%
The Door Series covered by this report are described in detail on the following
Janus International Corporation drawings: y /44.
Drawing T1000: 3'-0" wide max. x 12'-0" high max., slits 1 and 2 of 2, revised 06/17/09 ©2012
Drawing T1001: 6''-0 wide max. x 12'-0" high max., slits 1 and 2 of 2, revised 06/17/09 ©2012
Drawing T1002: 8'-8" wide max. x 12'-0" high max., shts 1 and 2 of 2, revised 06/17/09 ©2012
Drawing T1003: 10'-0" wide max. x 12'-0" high max., shts 1 and 2 of 2, revised 06/17/09 ©2012
Drawing T1004: 12'-0" wide max. x 20'-0" high max., shts 1 and 2 of 2, revised 01/20/12 02012
Drawing T1005: 16'-0" wide max. x 20'-0" high max., slits 1 and 2 of 2, revised 01/20/12 ©2012
Drawing T1006-S: 8'-8" wide max. x 12'-0" high max., slits 1 and 2 of 2, revised 06/17/09 02012
Page 2 of 5
v�
•*=
CAConsulting\ClieniVanus Intemational\12132003 Eval Report ER-09-0007-R rev 021512.doe
Technical Documentation:
All testing was done at Certified Testing Laboratories, Orlando, Florida. Tests for Series 750 and
Series 3100 were conducted following the procedures of ASTM E330, Structural Performance of
Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. The
following test reports, signed and sealed by R. Patel, P.E. cover the Series 750 and Series 3100
doors contained in this report:
• Test Report No.: CTLA-983 W, date: November 7, 2002, (Series 750, T1000),
T-0" wide x- 8'-0" high, +35 / -45 psf design pressure
• Test ReportNo.: CTLA-983W-1, date: November 7, 2002, (Series 750, T1001),
6-0" wide x 8'-0" high, +19.9 / -24.4 psf design pressure
• Test Report No.: CTLA-983 W-2, date: December 2; 2002, (Series 750, T1002),
8'-8" wide x'8'-0" high, +24.4 / -27.0 psf design pressure
• TestReportNo.: CTLA-983W-3, date: November 7, 2002, (Series 750, T1003),
10'-0" wide x 8'-0" high, +19.4 / -22.7 psf design pressure
• 'TestReportNo.: CTLA-1024W, date: February 20, 2003, (Series 3100, T1004)
12'-0" wide x 8'-0" high, +36.0 / -41.0 psf design pressure
• Test ReportNo.: CTLA-1194W, date: December 2, 2003, (Series 3100, T1004)
12'-0" wide x 8'-0" high, +36.0 / -41.0 psf design pressure, (Option 1 guide for steel)
• Test ReportNo.: CTLA-1432W, date: November 3, 2005, (Series 3100, T1005)
16-0" wide x 8'-0" high, +35.0 / -38.0 psf design pressure
• Test ReportNo.: CTLA-1432W-1, date: November 3, 2005, (Series 3100, T1005)
16-0" wide x 8'-0" high, +35.0 / -38.0 psf design pressure, (Option 1 guide for steel)
Calculations prepared by Joseph H. Dixon, Jr. P.E.:
• Series 750, no windlocks, Summary of Design Wind Pressures based on comparative
analysis -for doors 3'-4" to 5'-6" wide, 1 page, revised 4/10/04.
• Series 3100, dwg. T1004, attachment of guide, Option 3, to 14 gage minimum steel jamb
thickness, 6 pages dated 6/18/09, plus drawing JI-3100G1-2SP and drawing JI-3100G1-
2SN, both dated 4/07/04.
• Series 750 and 3100 verification of compliance with ANSI/DASMA 108
Impact Resistant Doors
Tests for Series 850-S were conducted following the procedures of the Florida Building Code
Test Protocols TAS 201, TAS 202, and TAS 203. The following test reports, signed and sealed
by R. Patel, P.E. cover the Series 850-S doors contained in this report:
• Test ReportNo.: CTLA-1115 W, date: August 20, 2003, (Series 850-S, ```gq¢tRj j j1��
8 -8 wide x 8 -0 high, +46 / -54 psf design pressure ```>> N �. 01X
S4� �GQ ••••.•pyO ,
v G •
w ''� •d �.� ENS .•• y� ��
'o i S7ATrz OF a
Page 3 of 5 (/ OR1D��• 2 ��
C:\Consulting\ClientVanus Intemational\12132003 Eval Report ER-09-0007-R rev 021512.doc 2/�G/�Z �i�s��NA `�?�1�
TABLE 1
Allowable Transverse Design Wind Loads (psfl
Series
Max.
Door
Width
Max.
Door
Height
Drawing
Number
Design
Load
Positive
Design
Load
Negative
750
3'-0"
12'-0"
T1000
;:Z��1 _
.er�n,',•4$}1G`'r+�4
750
3'-4"
12'-0"
T1001
35.6
43.7
750
T-6"
12'-0"
T1001
33.9
41.6
750
3'-8"
12'-0"
T100.1
32.4
39.8
750
4'-0"
12'-0"
T1001
29.7
36.5
750
5'-0"
12'-0"
T1001
23.8
29.2
750
5'-6"
12'-0"
T1001 1
21.7
26.6
750
6'-0"
IT-0"
T1001
ft' ' ,t g•
�iC"1om ,. E
750
8'-8"
12'-0"
T1002
MI '1�
'M'�°` , r;1t�1,a�aINI
�i0111 '�. �.�. ,Iu�v
750
10'-0"
12'-0" d
T1003.
3100
12'-0"
20'-0"
T1004
4 ,1�,•.,��kr�1c'
.:>`•'aii1.
3100
16-0"
20'-0"
T1005
��, ,?
850-S
8'-8"
12'-0'
T1006-S
Design values used for the tests are shown in the boxed shaded values.
Maximum test load was 150% of design load.
Unshaded design wind loads were determined by comparative analyses using test results.
Installation Requirements:
Installation requirements are described in the Janus International Corporation Installation
Instructions as follows:
• Series 150: 4 pages, Mini Door Installation Instructions Series 750
• Series 3100: 8 pages, Commercial Door Installation Instructions Series 3100
• Series 850: 4 pages, Mini Door Installation Instructions Series 850
Page 4 of 5
CAConsultingT ientVanus Intemationa1112132003 Eval Report ER-09-0007-R rev 021512.doc
�`��t11111111111�',
`�� N
`��` •••..••.•• OAS ��
�O r'��GENSF'•;���?
No. 77Q8
p i• STATE OF : a
0 •••�aR10�'.�r �:
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Limitations and Conditions of use:
The use of any door is limited to buildings for which the design wind loads for wall components
and cladding; determined in accordance with Section 1609 of the 2010 Florida Building Code, do
not exceed the rated design wind loads of the door as shown in Table 1.
Series 850-5 is qualified as impact resistant. This door has been tested and met the additional
requirements of Sections 1625 and 1626 of the 2010 Florida Building Code.
The maximum width and height limitations for each Series are shown in Table 1.
Doors are to be assembled as shown on the appropriate drawing referenced above, and the doors
are to be installed in accordance with the installation instructions referenced above.
Door manufacturing is limited to those plants that have met the 2010 Florida Building Code
Product Approval quality assurance requirements.
The doors covered by this report are not for use in the Florida High -Velocity Hurricane Zone
Certifcation of Independence:
I, Joseph H. Dixon, Jr.,. certify that I am self-employed and operate as an independent contractor
providing professional engineering services. I have no financial interest in nor will I acquire any
financial interest in any company manufacturing or distributing products for which evaluation or
validation reports have been issued by me.
Likewise, I have no .financial interest in nor will I acquire any financial interest in any other entity
involved in the approval process of those products for which I have issued reports.
Page 5 of 5
l/� r
Joseph H. Dixon, Jr. P.E.
40
No. 77M
• STATE OFa�
:��� y.�OR10�'.••' t4tc' ``
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CAConsultingUientUanus Intemationahl2\32003 Eval Report ER-09-0007-R rev 021512.doc
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STRUCTURAL ENGINEER, JOSEPH H. DIXON, JR. P.E. FL #7768
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INTERMEDIATE SINGLE BOLTCS)
ID, LOCATED 12• MAX OC,
2- X 1-1/2• X in-
G90 GALV STCEL q LE
ASTM A653 V/MIN.
FY•33 KSI
CONTINUOUS FULL
CURTAIN WIDTH
ASTRAGALS
DETAIL B BOTTOM B�ASSEMB ASSEMBLY
UNLESS OTHERVISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES NA
ARE, -1 r KAT,RE,
DECIMAL FRACTIONS ANGLES HOLE DIAMETERS NA AwRDVNs
.XX ±,03 t 1/16 ± 0' 30, UNDER .251
.XXX 3.005 -.DD3 BECKY NELSON
.251 to .500 "On
-DD3 DON MILLS
OVER .500 '-A03
JANUS INTERNATIONAL CORPORATION
134 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179
770-562-2850/FBX 770-562.2264
2012 Janus Intemetlonal Corpora0on All RIghts Reserved
FLORIDA STATE MINI DOOR SERIES 650-S
MAX, SIZE 8'-B' X 12'-0'
NONE
- T1006-S
GEAERAL NOTES
L THIS ROLL-UNIL DOOR SYSTEM INS BEEN SUCCESS{'ULLY 7ESTEp ACCORDING
MI THE
IMPACT1 ESTSYAP AIR PRESSURE TEST PER TM
JESTED
TIE LARGE
MISSILE IMPACT TEST PER 7AS 201-94 AND THE CYCLIC VIND PRESSURE
LOA➢WG TEST PER TAS 20]-91. IN AN INDEPENDENT TESTING LAB SURE LNG TO TAS 301-94 CUQTAW MATFTNIAL TmODES9 pF 0!]• (26 W AND .022•
Q4 GA) WERE BOTH UWLIFIED BY THE TEST PROCEDURE.
2: THE DOOR IS DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE. FLORIDA
BUILDING CODE, INCLUDING THE APPLICABLE PROVISIONS FOR NIGH
VELOCITY HURRICANE ZONES ".
1 DESIGN LOAD RATING . x462 PSF POSITIVE V1ND LOAD'
-54.p PSF NEGATIVE WIND LOAD
4. WINO LOADS FOR BUILDING OPENINGS. SIIALI BE'DETERmNED 8Y A PROFESSIONAL
ENGINET3N US[NG APPROPRIATE VINO SPEED AND DESIGN CRITERIA. THIS ROOT
NAY U, USED WHERE ITS DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD
REQUIRED FOR THE BUILDING OPENING
5. THE BUILDING ENGINEER SMALL VCRIFY THE pDEWACY OF THE BUILDING
BY,
TD WITHSTAND SIBERIMPDSED LOADS Pxpf, Pypi • Rypf, Pxnf
AM PynF • RynF.
6 ALL VELUM SMALL BE PCRFGRMED 8Y OUALIFICD VELDERS IN ACCO40NCE
WIN THE LATEST "IT", orAVS SPECIFICATIONS. ALL WELDING ELECTRODES SHALL COV" TO AVS AU GRADE E-70.
7. ALL DOLTS AND WASHERS SMALL BE GALVANQED STEEL OR STAINLESS STEEL
WITH A MINIMUM TENSILE STRENGTH 6 60 KSL
A Books SMALL BE PROVIDED VIM SINGLE CURTAIN MOUNTED SLIDE LOCK
LATCH THAT ENGAGES THE DOOR GUIDE WHEN DOOR IS
FULLY CLOSCO
9. DDOt ASSEMBLY DESIGN
DESIBASED IN CERTRNC
IED TESTING LABORATORIES. H,
ON 7EST'REPT NA CTLA-1115V.
IM ANCHOR NOTES,
A EMBEDMENT LCNGTH DOES NOT INCLUDE STUCCO FImstL
B. FOR HOLLOW 1221Y BLDCX. FILL ALL CELLS AT AMUIDR LOCATIONS
VITN MINIMUM 200E PSI GROUT.
C CONCRETE JAMBS TO BE MINIMUM 2D00 PSI.
R ANCHORS SHALL BE INSTALLED IN ACCORDANCE VITN MAmSACTURERS
SPECIFICATIONS.
IL WIDE TO JAMB ATTACHMENT FASTENERS BEGIN 4• FROM FLOOR AND END 3j•
BELOW TOa DF WALL OPENING
12. TEST DOOR WALL OPENING SIZE, B' w X a'-O•.
OUTSIDE
WALL F..—..._.. .._-._,
OPENING
WIDTH
JAMD
VIDTH+--------
Pxpf • 864 plf
INSIDE Pypf • Rypf - 209 ph,
FORCES ON GUIDE TO JAMB ATTACHMENT
FASTENERS DVE TO POSITIVE WIND LOAD
(FROM OUTSIDE OF BUILDING)
OUTSIDE
WALL
—OPENING[_
JAMB
WIDTH <-Pxnf . 1083 ptF
INSIDE Pynf + Rynf . 246 plf
FORCES ON GUIDE TO JAMB ATTACHMENT
FASTENERS DUE TO NEGATIVE VINO LOAD
(FROM INSIDE OF BUILDING)
STEEL JAMBS REV DESCRIPTION •P,wP DATE APPRO,
----------..-.—___ — .RAVING RELEASE -15-0 DM
•J•—{ 4i• A GENERAL CHANGES I-16-04 BM
nw0Vvrllxox�ArtDvKL,,mws reaw.4 xtCvsi[e•rntirtssx00 3.4B).<
��•_. Pi3•.r)•
319)3.19T•
suW[—
iPtp'i! iY
�
FI
LLED BLOCK
OTE JREAVMISBIOS
g N -17-0 CS
cl)viti L,`~,[M mir[D 2b• b v�xae'in(w)iiiip 16 516•
2R Krt ),x D r0 lSlo'
OPENING WIDTH 4.H10'
4-1/4' 319]• [YMIO.6 [in,N.�
CURTAIN SHEET WIT.c0esir[ D cE<eCr[ 3'197•
• SHEET hflC< see IiIXi .IwF
�' v ci [i`c'vaAr v
DrroavO• Dw i' r---- 76 if-L^ Ei �•
„m u cx wr:Iw�i - �" v,xarA+ a cote.
,tTD<[w 3•I— t J fib' �l�`•`�Pun�
3� 3 •sv wa r
°I'� liiipD OP .xI u WIDTH eixa➢wt •,dam
CONCRETE JAMBS DIRTAINSILT VIDTH m.
]197•No. 7768
OOt_i1.` E [vRr' • 1.. .W -1 , I16' , �••r)c,._.' • � ,
.x W i = i6cSTATE OFu�4•Ib�[iaup• � • � �
o v[rsi1K mr.�t�ia 3 OPEmtiv VIDTH 3 ixnras Orr ���SSt I//A r • •� •A• • �� \
6-3/B• civ'ni-ac a�irlcAu�� �. �. •••• /� \�
[uRTnIN SHEEN VIDTH AH•A C ,`
4-1/4•
NA JA/NUS INTERNATIONAL CORPORATION
^`TO➢'`i' 134 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179
STRUCTURAL ENGINEER, JOSEPH H. DIXON, JR. P.E. FL Q7768 A
F,N,DA no-sGz-zeSGFaX 770-562-2264
UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES N lusueE, Q 2012 Janus Inlema0onal Cotpp]a0on AB Rights Reserved
DECIMAL FRACTIONS ANGLES HOLE DIAMETERS NA AwRONAIs — FLORIDA STATE MINI DOOR SERIES 850-S
.XX +.03 t 1/16 t 0e 30' UNDER .251 *pD3 BECKY NELSON 7-25-03 MAX. SIZE 8'-81 X 12•-0•
.XXX t.005
.251 to .500 '06
UO3 ° E$ DawaG MA.[x av
T 10 0 6- S OVER .500 -Do3 DON ILLS 9-15-03 g. B
DDN MILLS 9-15-03 _ NONE"
.....�.�._a..........-...-»......_..--...,....,...�............v....i..-,�..-_-r._,c� �-_� �.��...-_.,,4-.. .....1 � � .._ n .. ..... ... e+ ,.CIF.. .+.. o- ... -. . .. .,., ..,.,..
-�l 4.
'JANUS INTERNATIONAL COR.PORA'I'IO��Y''''
134 EAST LUKE ROAD 13374 WEST PEORIA AVENUE a TEMPLE, GA 30179-4435 SURPRISE, AZ 85379-9724
>�A q
PHONE 770-562-2850 FAX 770-562-2264
www.janusintl.com "":4.•
MINI DOOR INSTALLATION INSTRUCTIONS SERIES 850
.' A CAl1TION
'Use proper lifti4i;; jufpment' ,.
andtoned Ilhirlgprocedures '.
to a0oid damage orliijury,
POTENTIAL HAZARD
EFFECT
PREVENTION
DO NOTstand or walk under
moving dear. Keep door in full
view and (Tee of obstructions
CAN [AU SE SERIOUS
while operating.
INJURY OR DEATH
04^G110""
DO NOT avow children tooperate
-
the door.
Installation, repairs and adjustments
t^J
must he made by a trained rolling
.
CANCAU1ESEit10US
service door systems technician
INJURY OR DEATH
using proper tools and instruction.
DOOR MUST BE FULLY OPENED
WHEN MAKING ADJUSTMENTS.
TABLE 1: Wall Fasteners- for Jamb attachment of Braclxets and Guides
ITEM
JAMB
FASTENERS
DRILL SIZE
Brochets
Steel
IM-14 x 1" TENS Spew
None
Concrete or Filled Bloch
318" x 1-3/4" PowersWedge•Bolt
Powers O1316
Gulden
Steel
114-14 x P' TEKS Screw
None
Concrete or Filled Bloch
318' x 4" Powers Wedge -Bait
318" x IO. O.A.L
E,h
. MINI STOP CLIP ''"'`c " ssi:" q•r
OPTIONAL BOTTOM BAR
MOUNTED SLIDE LOCKS
FIGURE 1 -► I sr• :a
• CLEARANCE CHARTS FIGURE 2
SIDE RDOM REOUIRED-
OUTSIDE OF EACH EACH END
GLADE BRACKET LEG OF AXLE
STEELIAMBS a-1R' 5-314' 5-518"
CON SLLBD 53IB• 6-71B'IAMy-5/g•
'Dimensions are taken from edge Of opening
EDGE OP CPENIG EDGE OF OPENNG —
ONSIDE OF ONSIDE OF I
BRAaEr CLEARANCE grytCMCLEP1iAN(,E -�
ENO OF,AI4E CLEARANCE END OF AXLE CLEARANCE -J
RNEND
OthP r-'s� `i .Lag 5 zx t } L°4 } i to 3 neN.rtNSIDrhR
END
MCKOF BACK OF
r• GUIDE CLEARANCE GIIDECLCARANCE �
HEADROOM
iv,", a::@. ,.
VHDICAL
HEADROOM
WALL
OP
i
HEIGFRC4fr
�
f
{�43�' .V
o ia. '•
F
Tensloner End
OPENWC
VFJmM
HORIZONTAL
HEIGHT
HEADROOM
HEADROOM
THRU
THRU
L5-iw
n"
OVER
TKR
THRU
16'
n-Ih•
B'-B°
OVER
B'-e"
THRU
n°
to-tla°
10`-0"
BACK OF BRACKET GUIDE TO BRACKET
SO BE FLUSH WITH NSTALLATION /
BACK OF GUIDE
DOOR POSITION ON FLOOR TENSIDNER BRACKET
F=-�
L1F iING DOOR
ii--'i ��.i% GUIDE O
---- ASSEMBLY
v—_� >Ir BEACH -TEMPORARY S`-VI, �I,I FLANGE ON P
TENSIONER
RIGHT �: DOOR y:LEFT 1/4-14 x V TCKS t A PAWL E
GUI➢El�t '�;,I GUIDE J1 .Y� N
N
7-1
OPENING '. ( TENSIONER �11 G
j II - BEGINNING BOTTOM f RATCHETS' -
. _- ...___-_. __.._-_.1.. BAR POSITIDN 1�-/'--WHEEL L• R:"
FIGURE 3 FLOOR
FIGURE 5
FIGURE 4
4114' [STEEL JAMBS)
55116'(CONCRETE/
FILLED BLOCK JAMBS)
JPMB
EDGE OF OPENING
_ _ -- -- CURTAIN _
--------
CLSDAIN IMDTH + 4 1/4-
- (STEEL JAMBS AND CONCRETE! ------r
FASTENER LOCATIONFILLED BLOCK JAMBS)
FOR AM JAM FIGURE 6
HEAD STOP
FIGURE 7
ADJUST SPRING
TENSION WINDING BAR
j, 3/8' DIAMETER
I _
FLANGE ON
TENSIDNER LESS
PAWL ` TENSION
l�• � y: I V .
TENSIDNE'JI MORE
P R
BRACKET
` \ ' TENSION
TENSIDNER
RATCHET WHEEL
I FIGURE 8
2
SERIES 85o
STEP 1: WALL OPENING
A. Check wall opening width and height and verify these measurements against size of dbhrs to be insstallie
B. Verify that Jambs are plumb.
C. Check floor and header for level. �`in `' •• ,fit+�
D. Check for adequate side clearance at jambs and clearance above and at sides of header. 5e ilearAC��`�
charts figure 2 for minimum requirements. -
E. Verify that the guide mounting surface on the jamb is flush.
F. Make sure'all parts required for installation are with the door.
STEP 2: POSITION DOOR AND PARTS
A. Make sure floor is clean in order to prevent damage to curtain.
B. On inside of building, place left guide on floor perpendicular to opening with guide bottom close to the
left jamb and the top toward inside of building. Do the same with the right guide to the right jamb. See
figure 3.
C. Place door on floor at top of and between guides. Rotate door as necessary to locate bottom bar against
floor. See figures 3 and 4.
D. Distribute hardware parts to appropriate areas.
STEP 3: GUIDES TO BRACKETS INSTALLATION
A. Break off the 3 hook tabs from both brackets.
B. At tensioner end of door, lift flange on tensioner pawl until end of the pawl clears the tensioner ratchet
wheel: Rotate bracket in order to position short leg end upward. Release flange on pawl and allow end
to engage with the nearest tooth on the ratchet wheel. See figure 4.
C; Position the top, back edge of bracket 2" from top of guide, with back of bracket flush with back -of
guide. Clamp together and temporarily install 2 each 1/4-14 x 1" TEKS screws through side of bracket into
guide.
D. Repeat step 3C for other bracket and guide. This bracket will require being heI4in position.
STEP 4: GUIDES AND BRACKETS TO JAMB
A. Brackets and guides will be attached to iambs using fasteners shown in table 1.
B. The guides should be mounted centered about the opening and spaced curtain width + 4-1/4"7apart
measured from back of guide to back of guide. See figure 6'. Both guides must be plumb.
C. The appropriate fastener must be installed.at each hole location in brackets and guides. See table 1.
3
STEP 5: L EVNG DOOR ASSEMBLY SERIES 850
A. Move door and guide assemblies toward wall opening with bottom of guides resting next to iambs.
B. Lift door assembly evenly, pivoting around bottom of guides. See figure S.
C. Attach brackets and guides to jambs, according to step 4.
D. After brackets have been securely attached to jambs, remove the 2 each temporary 1/4-14 x t" TENS screws
that were installed in step 3C.
STEP.6: SETTING SPRING'INITIAL'TENSION
:5�. VA.�'/.115 :.3YS:
... d�C �iss v
.�� •� \.' , \, ..,�~
- \
,_' �� ry. �a�„
A. Rotate door 1-1/2 revolutions in the direction that would send the bottom bar down through the guides.
B. While firmly holdh gthe door atthe bottom bar — cut the tape and plastic wrap that holds the door In a
coil. Direct the bottom bar.down into the guides, stopping just past the head stop area.
STEP 7r HEAD STOPS
A. Place head stop over outside of each guide. See figure 7.
B. Secure with 114-20 x 112 carriage bolt and 114-20 serrated flange nut. Install carriage bolt from inside of guide.
STEP 8: MINI STOP CLIPS, HANDLE(S) AND PULL ROPE
A. Install mini stop dip at each end on inside of bottom bar using existing single 114-20 x t 12" carriage bolt:
B. Install handle(s) on outside of bottom bar using 1/4-20 x 1/2" carriage bolts.
C. Install rope in one of the holes at the center of the horizontal leg of the bottom bar angle.
OPTIONAL. BOTTOM BAR MOUNTED SLIDE LOCKS - SEE FIGURE J. FOR INSTALLATION. ryt�•
STEP 9: CHECK DOOR OPERATION
• '•.
A. Lower and raise the door to test the door balance.
�9
B. If door is easy to close, but hard to open; increase spring tension.
C: If door is hard`to close; But easy to open; decrease spring tension, 246
�
STEP to:. ADIUST SPRING TENSION F
u •,,•• •,. p
M 00011 1
10.sa�
A. Place 3/8" diameter winding bar in tensioner ratchet'wheel. See figure 8.
B. Rotate winding bor in the down direction to increase spring tension. Each engagement of a tooth equals
118 turn.
C. To decrease spring tension, pull down slightly on winding bar until pawl disengages tooth. Lift flange on
pawl and move winding bar up until past the pawl/tooth engagement. Allow pawl to rest on ratchet wheel
and continue moving winding bar up until the pawl is fully engaged with the tooth.
D: Remove winding bar and operate door.
E. Repeat steps IOA through 1oD as necessary.
t ; Ica `.� ���`\�S �i\'• aa, Vaol hi,
1��it�T}@j+j ern �1
a, n. �v� 'Y• \. 3,.,.�.. .fir �� a �.. uh:� .s r1` �
4